SVEN NEVLIDA +420 604 262 131, sven.nevlida@gmail.com Digital Design and Fabrication Certificate, Texas Tech University, College of Architecture, 2012 ReSite Workshop, Cecil Balmond Invited programming specialist, ARCHIP, Prague, 2013 2nd best Student’s Urban Design Czech Republic, 2011
EDUCATION Texas Tech University, Lubbock, TX Masters of Science, Architecture (Major), GPA: 4.00 Graduation: August 2015 studio of Christian Pongratz - 2012 Graduate assistant - 2012 Urban Stage - an interactive installation - 2014 AT&T Fellowship - 2014/2015 Graduate assistant - 2014/2015 Thesis - Mass Fabrication of Non-standard Geometries Czech Technical University, Prague, Czech Republic Masters, Architecture and Urbanism (Major) Graduation: February 2014 Masters degree with honors 2nd best student urban design 2011-2012 study abroad at Texas tech University 2012 parametric architecture - FLOW studio - 2009-2011 studio of Henri Achten - 2013-2014
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EXPERIENCE professional academic Schindler Seko Architects, Prague, Czech Republic architect Jul 2015 — present Texas Tech University, College of Architecture, Lubbock, TX graduate assistant Aug 2014 — May 2015 Intex Ledec, v.d., Prague, Czech Republic graphic designer, interior designer Jun 2013 — Nov 2014 Hut architektury Martina Rajnise, s.r.o., Prague, Czech Republic scripting/modelling specialist, architect Feb 2014 — Sep 2014 Ing. Arch. Tomáš Kosnar, Prague, Czech Republic architect, 3d graphic Aug 2013 — Aug 2014 Czech Technical University, College of Architecture, Prague, CZ course tutor Sep 2013 — Jun 2014 Texas Tech University, College of Architecture, Lubbock, TX workshop tutor Aug 2014 — Sep 2014 ARCHIP, Prague, Czech Republic
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course tutor Feb 2014 — May 2014 Czech Technical University, College of Architecture, Prague, CZ workshop tutor Apr 2014 — Apr 2014 Czech Technical University, Prague, Czech Republic event manager/planner/promoter Nov 2013 — Jan 2014 Czech Technical University, Prague, Czech Republic performer Feb 2014 — Jun 2014 3Dex.cz, Prague, Czech Republic 3d printer operator / manager Sep 2013 — Jul 2014 Czech Technical University, College of Architecture, Prague, CZ workshop tutor Feb 2013 — Feb 2013 Architecture Students’ Association, Prague, Czech Republic PR manager Nov 2010 — Jan 2013 Christian Pongratz, Lubbock, TX research assistant Mar 2012 — Dec 2012
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Texas Tech University, College of Architecture, Lubbock, TX graduate assistant Aug 2012 — Dec 2012 Atelier Suran, s.r.o., Prague, Czech Republic assistent, draughtsman May 2009 — Feb 2011 Czech Technical University, Prague, Czech Republic event manager/planner Dec 2010 — Mar 2011
SKILLS & ADDITIONAL INFO Computer Skills Rhinoceros - tutor level Grasshopper - tutor level Vray rendering - professional AutoCAD - professional Adob Suite - professional .NET programming - professional Visual Basic / C++ / Html Processing / Arduino RhinoCAM / Cura / MasterCAM Maya / 3ds max / MeshMixer ArchiCAD / ARC+ Microsoft Office Pepakura Designer T-Splines
Languages Czech - mother tongue English - fluent German - advanced Non-architectural skills Promoting, Event Planning, Sound Engineering, Metal casting Hobby: ice hockey, soccer, trekking, racquetball, fitness, ski run, snowboarding, travelling, adventure, music - playing guitar, bass, drums, trumpet, singing
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MASS FAB OF NONSTANDARD GEOMETRY TTU, College of Architecture, Lubbock, TX Master of Science, postgradual thesis September 2014 - August 2015 Rapid evolution of technologies has driven revolutionary changes in architecture allowing architects to go beyond formerly impossible. Today’s common practice involves designing and building of complex-shaped geometries and invention-propelled architecture, hence the use of novel technologies and advanced machinery is a must in order to sustain and support the ongoing creative evolution. Standard production slowly adjusts to the needs of modern architecture, but the major challenges of innovative projects still reside in custom fabrication and its flexibility. Systematic exploration of common fabrication methods can enhance the spectrum of its capabilities which leads towards simplification and cost reduction of the building process. Industrial robotic arm is no longer sci-fi vision of tomorrow, it became rather a frequent tool of current manufacturers as well as fabrication utility at many universities. Its growing numbers make it ideal for cost-efficient time-saving approach to fabricating complex geometries such as doubly curved facade panels. Facing the facts, that recent prognosis project population growth in upcoming years, which can our planet hardly put up with, the topic of sustainability, ecology and recycling becomes increasingly relevant. Building processes in the nature can be a great inspiration for designing low-imprint architecture as the nature itself is the most efficient constructer. 30 years ago emerged a new research that mimiced coral reefs, but this so called BiorockŽ program in its relation to architecture has been abandoned by the founding company despite promising research results. My research introduces a unique combination of custom robotic fabrication with sustainable materiality.
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URBAN NODE TTU, College of Architecture, Lubbock, TX Urban Stage, interactive installation August - November 2014 Urban Stage was a project comissioned to CoA TTU by the city of Lubbock. The main goal was to bring more attention and life to the Downtown Lubbock through temporary art/architectural installation and series of cultural events. Project was assigned specifically to the Studio of Christian Pongratz and Dustin White. The entire proposal was divided into geometrically defined subparts. We were assigned to work on 2D/3D Points aspect of the Urban Stage project. Considering the geometrical nature of a point, we had to take in account it’s spatial relevance. A point in the space (or on the plane) stands for simple singularity, in relation to public space we had to reconsider the point volumetrically. The effect may stay singular but the effector must be three-dimensional, our experiment investigates point effects within three-dimensional artifact. Main purpose of our project is to trigger various events on an object that influence the behavior of a crowd. We are proposing that one can encounter different reactions based on positive and negative conditions created by speakers and lights. In order to achieve that we are using sensors such as microphones and motion sensors. Thus we introduced the URBAN NODE.
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18 Site analysis
Sensor & reaction 19
(1) acrylic modules
(2) mushroom head
(3) electronics
(4) mushroom leg
(5) base
20 Node parts
opt.1 - speaker
opt.2 - sensor and microphone
mounting piece
closing part
circuit board
plastic tube
acrylic tube
RGB led strip
nesting cylinders alignment rim
mushroom shell
fixing wooden blocks fixing wooden blocks installation tube
layered leg negative
waffle bracing
hollow counter piece
top perforated board
siding
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bottom perforated board
22 Assembly
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24 Public installation
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GARDEN PALACE CTU, College of Architecture, Prague, Czech Republic UP! London Skyscraper, master thesis September 2013 - February 2014 The project deals with a site where of a former dockland, but recently has been transformed into the growing administrative centre of London. This part of the city has in a short time-period evolved into a monofunctional administrative part thanks to investments from a single developer (Canary Wharf Group). Uniqueness of this area gives an opportunity preferably to build here headquarters of large companies. This fact affects signifiantly the price of the neighbouring properties and thus also the potentially different purpose of emerging projects. But as the only subject holds the economical, architectural and urbanistic rule over the area this situation needs to be rethought with this precedent. That’s why I aim more at the quality of the public space and its inflence on the surroundings. I’m basing my proposal on the needs of the current environment and I’m trying to refine it to function better as a complex. My projects answers to those basis through an urban public structure, where the public space encloses the building base, exterier and interier complete each other as they do with the adjacent site. In my project I focus on the quality of public space, that works alongside with water surfaces and gives something back to the inhabitants of Canary Wharf. The structure is inspired by structural principals of the bamboo stem. Bamboo works as a great parallel, because of the similar forces (lateral forces of wind) that affect both skysraper and bamboo body. From this point of view bamboo is one of the slenderest natural structures ever with high structural efficiency.
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LONDON
ISLE OF DOGS
1 BAN
28 Site and relations
north
NK STREET
1000ft height limit
600ft adequate height
Axies and limits 29
30 Precedent studies
Sun analysis 31
bamboo stem is hollow and it’s divided by nodes a) stem b) longitudinal section c) node d) cross - section
a)
b)
the building is hollow and it’s divided by mechanical floors a) facade b) longitudinal section c) mechanicla floor (density at graph A) d) inner and outter layer e) the distance betwee outter columns is smaller than the distance between inner columns. f) disposition depth ( graf B)
c)
d)
d) d)
c)
x
32 Bamboo inspiration & structure
e) x<y
y f)
d)
d)
generating structure based of the graph data A - mechanical floor distribution rythm, B - disposition depth vs atrium length, C - element frequency
b)
a)
4 shapes determining the shape of the bld criteria: aerodynamics, site context, bamboo
structural model
c)
y f)
lateral forces - wind
supports
gravity
form finding
e) x<y
- it has stronger effect on the wind facing side - predominant winds are west-north
structural model
- supports are located at spots, where the inner and outter columns intersect with the ground
displacement, 100 times scaled up
- loads related to the floor weight - 700 kg per metre square + structure
structural analysis
structural model
x
- full height of the inner atrium is later reduced due to inefficient use of material - optimization script later also throws away bracing segments, that are not efficient
- maximal displacement caused by lateral forces of wind is 820.5 mm - for ballancing the structure thereâ&#x20AC;&#x2122;s a damper installed
- structural analysis has been calculated side by side with an algorithmus that guaranteed profiles that would stand the loads
Structural analysis 33
34
Site visualization 35
36
Floor plans 37
38 Section and structure parts outter layer
inner layer
MECHANICAL FLOOR
FITNESS
MECHANICAL FLOOR
MECHANICAL FLOOR
DAMPER
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installation shaft
mechanical floor
elevators and staircase
vertical communication and installations
together
mechanical floor bracing
PARKING
RESTAURANT MECHANICAL FLOOR
LOBBY FACILITY
MECHANICAL FLOOR
SWIMMING POOL
MECHANICAL FLOOR
0
40 Aerial view
Atrium perspective 41
42
Interiors 43
44
Physical model 45
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STRUCTURAL THIN-BOLE CONSTRUCTION Hut Architektury Martina Rajnise, Prague, Czech Republic experimental construction from wood, tower design February 2014 - June 2014, realization: Summer 2015 This experimental project was lead by architect Martin Rajnis, internationally recognized architect from Czech Republic, who’s also a laureate of the Global award for sustainable architecture 2014 for his experimental wooden construction. Project’s goal was to build an observation tower in Prague. This comission was developed in a 3 phases. First was the inital testing phase where we have explored capabilities and joint principals of the young ash and maple bodies. In this step I’ve started developing a structural principal in Grasshopper and began with the form-finding process closely supervised by professor Rajnis. The resulting design was a tower with central spiral staircase and 3 supportive legs made out of experimental wooden construction. Second phase was rather practical - studio packed up the gear and headed north to build a simple real-scale model to verify both assembly principal and joint bearing capacity. A part of one supportive leg of the tower structure was built. Third phase was intiated by investor himself (city of Prague) - we were assigned to build a similar object at edge of Prague’s recreactional area “Kyjsky rybnik”. Shape was redesigned to form an arch. Same pattern and joint principal was deployed. Construction lasted more than 2 weeks. Final phase of the project, which is the tower construction itself, is planned to take place in the Summer 2015.
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48
Visualization 49
50 Front elevation
Top elevation 51
52
Physical model 53
54
June 2014 - testing structure, Prague 55
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Testing structure, Prague 57
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CLIMBER’S ABYSS Molab studio of Henri Achten, CTU, Prague, Czech Republic Canary Wharf crossrail station Spring 2013 Climber’s Abyss is a project made in the studio of professor Henri Achten, Phd. The assignment was based on a building design of the Foster & Partners proposal for London’s Crossrail station in Canary Wharf. My concept attempts to respect original research lead by Foster and thus I do not change the overall layout of 7 storey building and in most of the floors the very same function was kept. The major addition in a functional sense of view was the Climbing wall that spans accross the entire building. Climbing wall creates a unique attraction that has a great potential in this particular area of the city. The structure of the roof is designed to allow through enough sun light to supply vegetation on the top floor’s park and to provide a shed for the passing pedestrians.
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60 Analysis
Facade design 61
62 Exploded axo
Structural analysis 63
64 Plans, sections, elevations
Floor plans 65
66 Aerial view
Facade parts 67
68
Section 69
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eSCAPE Studio of Henri Hanson & Martin Barry, CTU, Prague, Czech Republic Canary Wharf crossrail station Spring 2013 eScape was a team (4 members) project lead by Henri Hanson and Martin Barry. eScape is a parkland taking full advantage from its location on water. It creates healthy environment that is living and livable - habitat for everyone. The park answers the needs of new ecologies and creates diverse urban ecosystem for wildlife. It also responds to the needs of surrounding areas creating places for cultural, social life and active recreation. eScape is an emergent landscape changing in time, changing its face but not its purpose.
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72 Site
Surface analysis 73
74 Circulation
Functions 75
76
Perspective from Liben 77
78 Perspective & sections
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BEZONO KONFORMA Studio FLOW of Milos Florian, CTU, Prague, Czech Republic Pricovy Municipal house, bachelor’s thesis Spring 2011 Bezono Konforma is a project for a new municipal house in a small Central-Bohemian village Pricovy, that was supposed to succeed the existing building that is not functioning ideally - it’s spatially inefficient, in a bad condition and it complicates the traffic situation in the area. My proposal is not only addressing the existing issues, but moreover it’s bringing up an innovative concept for a municipal office. The original idea involved a ORIGIN oils bioreactors integrated in “windows” of the facade, but the concept was later simplified in order to make building feasable. The envelope consists of light-weight composite panels, that are precisely CNC milled out of extruded polystyren and then laminated from both sides (inspired by Bechthold, Martin. Complex Shapes in Wood: Computer-aided Design and Manufacture of Wood-sandwich Roof Shells. 2001. Print.). Panels are pre-fabricated and then assembled on site, panels are connected via finger joints. Standard openings’ infill is replaced with 4-layers of ETFE foils, resulting cavity is air-pressured. Foil cushion’s are anchored by outter aluminium frame (design solution consulted with Foiltec).
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82 Perspectives
83
X0j [4650;14550] PT: +-0.000 UT: +-0.000
0 260 450 20 0 10
A
B
1100
X0h [15100;11800] PT: +-0.000 UT: +-0.000
+-0.000 300
T5
D1
150
T3
900 2050
+-0.000 4460
800 2050
2700
T4
150
2400
0
800 205 0
T2
150
1.6
30
D2
1800
900 2050
300
D3
165 0
+-0.000
150
300
1.5a
18
8x 25 0x 175
+1.575
20 00
135 0
T1
700 2050
10
110 0
300
1.7
T6
00 150 3
150
30 0
D4
280
1500
170
2000
1200
S5
150
100
1.5
1.2
0 110
9
1100
1600
2800
1300
150
1500 1700
100
800 2050
D3
30 0
1.4
19
1.3 125 0
150
25 00
260
150
100
1900
150
1820
3100 300
150
125 0
D3
X0g [-210, 9400] PT: +-0.000 UT: +-0.000
650
2200
1.1
1100
A
260
1500
100 200
260
0 208
2130
B
X0a [0;0] PT: +-0.000 UT: +-0.000
84 Construction drawings
X0i [7150, 550] PT: +-0.000 UT: +-0.000
legenda materiálů
FÓLIOVÉ STŘEŠNÍ OKNO TEXLON 4 VRSTVY ETFE FÓLIÍ VZDUCHOVÁ MEZERA 30 - 150MM
L
ŘEZOVÉ
862
HLINÍKOVÝ RÁM OKEN SVAŘOVANÝ, TL. 15MM
65
EXTRUDOVANÝ POLYS AL PROFILY S TEPELNOU
35
30
43
65
90 25
10
30
20
35
90
25
53
KOTVÍCÍ LANKO TĚSNÍCÍ/IZOLAČNÍ PODLOŽKA NEREZOVÝ ŠROUB M10 105 250
20
20
53
260 200
legenda místností č.m. název místnosti plocha v HLAVICE m2 podlaha NAPOJOVACÍ 5.05PRO PŘÍVOD VZDUCHU RECEPCE P1 P1 VÝTAH 2.58 SCHODIŠTĚ 11.95 P1 PŘEDSÍŇ WC 11.65 P1 3.20 P1 WC MUŽI 1.55 P1 WC - KABINA WC ŽENY 4.20 P1 KNIHOVNA 62.75 P1
75
povrchy stěn EPOXIDOVÁ STĚRKA POHLEDOVÝ BETON EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA EPOXIDOVÁ STĚRKA POHLEDOVÝ BETON
30
62
1.1 1.2 1.3 1.4 1.5 1.5a 1.6 1.7
PVC PRUŽNÁ SPO HADICE, TL.25MM
legenda materiálů
NAPOJOVACÍ HLAVICE PRO PŘÍVOD VZDUCHU
VZDUCHOVÉ POTRUBÍ PVC, TL.40MM
ŽELEZOBETON
+-0.000 = 360 m
EXTRUDOVANÝ POLYSTYREN
30
ŠTĚRKOVÝ PODSYP
200
30
Thákurova 9, Praha 6 - Dejvice, 160 0
LAMINÁT 30MM PROF. ING. MILOSLAV PAVLÍK, CSC. HYDROIZOL. FÓLIE ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. EXTRUDOVANÝ POLYSTYREN 200MM MIROSLAV NEVLIDA LAMINÁT 30MM 5 / 2011
MUNICIPAL HOUSE PRICOVY
DŘEVĚNÁ LIŠTA, TL.20MM NEREZOVÉ VRUTY PRŮMĚR 5 MM NEREZOVÉ VRUTY PRŮMĚR 10 MM
BETONOVÁ DLAŽBA HRANICE 1PP
S3
FAKULTA ARCHITEKTU
ČESKÉ VYSOKÉ legenda materiálů UČENÍ TECHNICKÉ
VEGETACE
EXTERIÉR
OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN
BETONOVÁ DLAŽBA TL.50MM, 1000x1000MM ŠTĚRKOVÝ PODSYP 100MM GEOTEXTILIE EXTRUDOVANÝ POLYSTYREN 200MM SARNAFIL TG 66 1,5MM
80
150
70
DŘEVOTŘÍSKOVÉ PANELY
P1
ŠTĚRKOVÝ PODSYP
MARMOLEUM 2,5MM AL FÓLIE 1MM VYSOCE ZHUTNĚNÉ DTD PANELY 50MM STOJKA Z POZINKOVANÉ OCELI 350MM ŽB STROPNÍ DESKA 200MM
D1
160
vedoucí ústavu ŽELEZOBETON vedoucí projektu část konzultant měřítko vypracoval ŘEZOVÉ DŘEVO číslo výkr. datum formát LAMINÁT stavba lokalita obsah
EXTRUDOVANÝ POLYSTYREN
INTERIÉR
SOUSDNÍ ZÁSTAVBA
BETONOVÁ DLAŽBA
OCELOVÝ L-PROFIL, TL. 5MM 100x100MM, DÉLKA 1000MM TĚSNÍCÍ PRAH PLAST, TL. 50MM NEREZOVÉ VRUTY PRŮMĚR 5 MM
NEREZOVÝ VRUT, TL. 10MM S VODOTĚSNÝM KRYTEM 2%
MUNICIPAL HOUSE PRICOVY OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN
KOTEVNÍ PRVEK PRŮMĚR 40 MM, DÉLKA 400 MM
400
350
FAKULTA ARCHITEKTURY
NEREZOVÝ ŠROUB M20 Thákurova 9, Praha 6 - Dejvice, 160 00
vedoucí ústavu vedoucí projektu část konzultant měřítko vypracoval číslo výkr. datum formát stavba lokalita
SUTERÉN
obsah
-0.400
B 1:50 2 3xA4
PŮDORYS 1.NP
200
PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011
-0.600
LAMINÁT 30MM HYDROIZOL. FÓLIE LEPENÝ NOSNÍK 200MM LAMINÁT 30MM +-0.000 = 360 m n.m. (BPV)
200
ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ
200
150
200
50
HLINÍKOVÉ LIŠTY,TL. 1MM 500 MM V ROZVINUTÍ 2%
SAMOLEPÍCÍ PĚNOVÁ PÁSKA LEPENÝ DŘEVĚNÝ NOSNÍK 200x200MM +-0.000
50
+-0.000
200
A
LAMINÁT 30MM EXTRUDOVANÝ POLYSTYREN 200MM LAMINÁT 30MM SVAŘOVANÝ RÁM PRO OSAZENÍ OKEN TL. 10MM, HLINÍK VIZ. VÝKRES Č.20
STOJKA Z POZINKOVANÉ OCELI OSOVÁ VZDÁLENOST 600 MM
ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ
FAKUL ARCHI
Thákurova 9, Prah
PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011
MUNICIPAL HOUSE PRICOVY
vedoucí ústavu vedoucí projektu konzultant vypracoval datum
stavba Details 85lokalita
OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN
+7.750
O19
O35
O21
O22
O23
S5
DET1 O56
T7
2660
1380
+-0.000
100 200 2850 400
600 450
0
T6
-0.400
-0.600
10 D3
D10
D9
2850
D2
x2 50
-3.150
P3
P3
P3
-3.150
-5.150
86 Construction drawings
-3.800
-3.950
150
100
400
1
2550
Z1 9x 175
P3
P1
P1
P1
+-0.000
2100
200
200
9
T5
200
18
2950
200
19
-1.575
T2
2100
P1
5 x2 175 9x
ŽB STĚNA 250MM HYDROIZOLACE SARNAFIL 1,5MM PŘIZDÍVKA Z CP 150MM PAŽENÍ 150MM
+2.850
100
DET3
S4
200
+-0.000
D3
D2
3450
Z1 9x 175 x2 50
S1
+3.150
28
650
27
0
500
200
+1.575 T1
5 x2
P2
750
175 9x
1580
O81
+3.150
300 1000
36
2560
D3 Z1
-3.650
legenda materiálů ŽELEZOBETON PREFA ŽELEZOBETON EXTRUDOVANÝ POLYSTYREN ŠTĚRKOVÝ PODSYP O43
AKUMULAČNÍ VRSTVA VEGETACE PŘIZDÍVKA, CP, 29x14x6,5 CM O66
leg
S3
EXTERIÉR
INTERIÉR
VEGETAČNÍ VRSTVA TL. 100 MM GEOTEXTILIE AKUMULAČNÍ VRSTVA TL. 100 MM EXTRUDOVANÝ POLYSTYREN TL. 50 - 150 MM SARNAFIL TG 66 1,5 MM EXTRUDOVANÝ POLYSTYREN TL. 50 - 150 MM ŽB STROPNÍ DESKA TL. 200 MM 200
T3
ŠTĚRKOVÝ ZÁSYP ŠÍŘKA 200 MM NEREZOVÝ PLECH TL. 5 MM 330 MM V ROZVINUTÍ
30
200
+-0.000
S1
POZINK. PLECH TL. 1 MM 330 MM V ROZVINUTÍ
+-0.000
NEREZOVÝ ŠROUB M20 OSOVÁ VZDÁLENOST 500MM SAMOLEPÍCÍ PĚNOVÁ PÁSKA
2%
+-0.000
600
FAKULTA ARCHITEKTURY Thákurova 9, Praha 6 - Dejvice, 160 00
200
PROF. ING. MILOSLAV PAVLÍK, CSC. ING. ARCH. MILOŠ FLORIÁN, PHD. PROF. ING. MILOSLAV PAVLÍK, CSC. MIROSLAV NEVLIDA 5 / 2011
MUNICIPAL HOUSE PRICOVY OBECNÍ ÚŘAD PŘÍČOVY PŘÍČOVY U SEDLČAN
vedoucí ústavu vedoucí projektu část konzultant měřítko vypracoval číslo výkr. datum formát stavba lokalita
obsah
400
200
+-0.000 = 360 m n.m. (BPV)
ČESKÉ VYSOKÉ UČENÍ TECHNICKÉ
350
2350 3250 3900
ŽB STĚNA 250MM HYDROIZOLACE SARNAFIL 1,5MM PŘIZDÍVKA Z CP 150MM PAŽENÍ 150MM
-5.150
LAMINÁT 30MM HYDROIZOL. FÓLIE LEPENÝ NOSNÍK 200MM LAMINÁT 30MM
100
200
700
100
50
200 400
S2
30 LAMINÁT 30MM SARNAFIL TG 66 1,5 MM EXTRUDOVANÝ POLYSTYREN 200MM LAMINÁT 30MM
NEREZOVÝ VRUT, TL. 5MM S VODOTĚSNÝM KRYTEM
200
S4
250 400
P1
100
VODOTĚSNÝ PRUŽNÝ TMEL
O91
P1
MARMOLEUM 2MM AL FÓLIE TL.1MM VYSOCE ZHUTNĚNÉ DTD PANELY 50MM STOJKA Z POZINKOVANÉ OCELI 350MM ŽB STROPNÍ DESKA 200MM
200
Z1
-0.400
B 1:50 7 3xA4
ŘEZ A-A -0.600
SUTERÉN
OCELOVÁ KOTVA PRŮMĚR 40 MM DÉLKA 400 MM
STOJKA Z POZINKOVANÉ OCELI OSOVÁ VZDÁLENOST 600 MM
ČE VY UČ TE
PRO ING PRO MIR 5/
MU
OBE PŘÍ
Details & structural analysis 87
88
LA ARSENALE Independent Studio, TTU, Lubbock, USA old navy base transformation, Independent study, supervisor: Pongratz Fall 2012 La Arsenale was an urban project weâ&#x20AC;&#x2122;ve been assigned to work on as part of Independent study at TTU, supervised by professor Christian Pongratz. The program of the project was to find a new use for an old navy base in Northern Italy, in La Spezia.
89
90
marina
parks
harbor
industry
railway
traffic
historic center
site
91
92 Site grouping
Main axies and edges 93
94
Function distribution 95
96 Site plan
Development 97
98 Shape generation
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GRASSHOPPER / RHINO Czech Technical University, Texas Tech University, ARCHIP tutoring 3d modelling and programming courses, class tutor 2012 onwards Bozono Konforma is a project for a new municipal house in a small Central-Bohemian village Pricovy, that was supposed to succeed the existing building that is not functioning ideally - it’s spatially inefficient, in a bad condition and it complicates the traffic situation in the area. My proposal is not only addressing the existing issues, but moreover it’s bringing up an innovative concept for a municipal office. The original idea involved a ORIGIN oils bioreactors integrated in “windows” of the facade, but the concept was later simplified in order to make building feasable. The envelope consists of light-weight composite panels, that are precisely CNC milled out of extruded polystyren and then laminated from both sides (inspired by Bechthold, Martin. Complex Shapes in Wood: Computer-aided Design and Manufacture of Wood-sandwich Roof Shells. 2001. Print.). Panels are pre-fabricated and then assembled on site, panels are connected via finger joints. Standard openings’ infill is replaced with 4-layers of ETFE foils, resulting cavity is air-pressured. Foil cushion’s are anchored by outter aluminium frame (design solution consulted with Foiltec).
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